李林 副教授

公路学院
  • 个人资料
  • 个人概况
  • 研究领域
  • 开授课程
  • 科研项目
  • 论文
  • 科技成果
  • 荣誉奖励
  • 工作经历
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学位： 博士

毕业院校： 同济大学

邮件： lilin_sanmao@163.com

电话：

出生年月： 1986-06-04

办公地点： 博士生导师

个人资料

  • 学院： 公路学院
  • 性别： 男
  • 出生年月： 1986-06-04
  • 职称： 副教授
  • 学位： 博士
  • 学历： 博士后
  • 毕业院校： 同济大学
  • 联系电话：
  • 电子邮箱： lilin_sanmao@163.com
  • 通讯地址： 西安市南二环中段长安大学公路学院
  • 邮编：
  • 传真：
  • 办公地址： 博士生导师
  • 教育经历：

个人简介

主要从事交通交通岩土工程、基础工程、路基工程、地下结构耐久性、岩土工程人工智能方面的研究工作，在国内外权威期刊发表高质量学术论文100余篇，其中以第一作者和通讯作者发表SCI论文49篇，EI论文28篇，ESI高被引论文4篇，热点论文1篇，申获国家计算机软件著作权12项，据WEB of SCIENCE不完全统计，论文总引用次数2128次，H-Index 28。


社会职务


学术兼职：

中国岩石力学与工程学会工程智能建养专业委员会

中国岩石力学与工程学会环境岩土工程分会委员

透明岩土技术创新专家团队委员

中国土木工程学会土力学及岩土工程分会通讯委员

中国土工合成材料工程协会青年工作委员会委员

陕西省岩土力学与工程学会理事

哈尔滨工业大学学报青年编委

长沙理工大学学报青年编委



期刊审稿：

《Applied Mathematical Modelling》、《Engineering Structures》、《Mathematical Problems in Engineering》、《International Journal of Geomechanics》、《Journal of Environmental and Geotechnical Engineering》、《Journal of Engineering Mechanics》、《Marine Georesources and Geotechnology》、《European Journal of Environmental and Civil Engineering》、《Computers and Geomechanics》、《Applied Ocean Research》、《Ocean Engineering》、《Soils and foundations》、《Construction and Building Materials》、《Bulletin of Engineering Geology and the Environment》、《Journal of Rock Mechanics and Geotechnical Engineering》、《Underground Space》、《Geomechanics and Engineering》、《Journal of Cleaner Materials》、《Journal of Traffic and Transportation Engineering》、《Transportation Geotechnics》、《Jounal of Clearner Production》、《岩土工程学报》、《岩土力学》、《哈尔滨工业大学学报》。





研究领域

一．数智岩土工程

²   岩土工程服役性能数物融合感知

²   岩土灾害大数据融合与挖掘

²   岩土工程生成式AI推演模型

二、桩基础施工与承载

²   桩基施工效应评价与控制

²   复杂地层条件桩基设计计算

²   桩基础耐久性数智推演与提升

三、交通岩土工程

²   严酷环境道路劣化机制

²   路面病害特征智能感知

²   软土道路数智设计与变形调控

四、岩土基本力学特性

²   复杂岩土体临界状态本构模型

²   岩土原位多元参数反演识别

²   软土工程性能提升与处置


欢迎岩土工程、隧道工程、地下工程、地质工程、计算机、力学及土木类相关背景的同学报考研究生。

每年硕士招生4人：  085900土木水利

                   081400土木工程

每年博士招生1-2人：岩土工程或隧道工程方向

欢迎对以上研究方向感兴趣的同学报考。

邮箱：lilin_sanmao@163.com



开授课程

土力学

地基与基础工程

基坑工程

科研项目

主持项目：

滨海既有桩基长期服役性态演化机制与数智感知韧性评价方法，国家自然科学面上基金，2026.1-2026.12

软土地基静压桩沉桩效应关键影响因素与承载力时效性机理，国家自然科学青年基金，2022.1-2024.12

降雨增湿和车辆荷载共同作用下黄土路基沉降变形机制与计算方法，中国博士后面上基金， 2021.6-2023.6

交通动载和干湿循环下黄土路基沉降的长期演化机制与智能预测，中国博士后科学基金站中特别资助项目，2023-2025.

软土地层静压桩承载力时效性机理与理论预测方法(KLE-TJGE-B-2101),岩土及地下工程教育部重点实验室课题，2021.10-2023.9

道路长期服役性能高精度智能仿真与塑性安定性设计，秦创原引用高层次创新创业人才项目，2021.12-2024.12

车辆动载作用下道路长期沉降人工智能预测，中央高校基本科研业务费专项资金，2022.9-2024.12

预应力锚索清障调研及环境影响分析，上海股份隧道科技项目，2022.7-2022.12

大厚度软弱黄土地基超长桥梁桩基荷载传递机制，山西省交通科技研发有限公司科技项目，2022.5-2022.10



参与项目：

Advanced modelling and design methodology for pavements using plasticity-based shakedown theory，美国 Transportation Consortium of South-Central States 资助项目(19PLSU09)，2019.6-2021.1

Analysis of driven pile capacity within pre-bored soil， 美国Louisiana Transportation Research Center资助项目(DOTLT1000208)， 2018.6-2019.6

Advanced modelling of piezocone penetration test using cavity expansion theory and interpretation simulator development，美国Louisiana Transportation Research Center资助项目(DOTLT1000135)，2017.12-2018.6

输变电基础工程耐久性极限状态设计理论与安全设置水准研究，国家电网公司基础性前瞻性科技项目（GC7113004），2013.9-2013.11

既有桩基利用条件下新桩基施工工艺研究及应用，上海市浦东新区科技发展基金项目（PKJ2013C08），2013.1-2015.12

软土地层复杂环境条件下基坑施工优化及变形动态监测反馈控制技术研究，上海市浦东新区科技发展基金项目，2015.9-2017.6

邻近斜坡静压沉桩的力学机制与边坡稳定动态可靠度研究，国家自然科学基金项目（41272288），2013.1-2016.12

论文

英文SCI论文

  1. Lin Li, Ning Lai, Xuefeng Zhao, Tantan Zhu, Zhongming Su. Generalized elastoplastic load-transfer model for axially loaded piles in clay: incorporation of modulus degradation and skin friction softening[J]. Computers and Geotechnics, 2023, 156: 104817.

  2. Weibing Gong; Guangshuai Wang; Lin Li*, Boneng Chen. A dataset and review of empirical estimation relationships for landslide runout distances[J]. Earth Science Review, 2025, 270: 105225.

  3. Weibing Gong; Guangshuai Wang; Lin Li*, Boneng Chen. Reply to comment on “A dataset and review of empirical estimation relationships for landslide runout distances”[J]. Earth Science Review, 2026, 272: 105355.

  4. Zhenkun Qiu, Lin Li, Zhang-Long Chen, Xiong Zhang, Weibing Gong. Dynamic responses of a multi-layered unsaturated road system with impermeable pavement under moving-vibratory vehicle load[J]. Transportation Geotechnics, 2025, 55: 101675.

  5. Li Lin, Zhang Zepeng, Zu Weiling, Li Panpan, Gong Weibing. Multiphysics simulation of frost heave in unsaturated road systems under covering effect[J]. Transportation Geotechnics, 2025, 51: 101526.

  6. Liang Ji, Lin Li, Shian Cao, Xunchang Fei. Weibing Gong. Cascaded deep learning framework for pavement crack detection,segmentation, and location-aware feature extraction[J]. Automation in Construction, 2025, 179: 106489. 

  7. Weibing Gong; Linlong Zuo; Lin Li*; Hui Wang. Prediction of stratified ground consolidation via a physics-informed neural network utilizing short-term excess pore water pressure monitoring data[J]. Computer-Aided Civil and Infrastructure Engineering, 2024, 40: 147–165.

  8. Yingjie Jing; Lin Li*; Jingpei Li; Haohua Chen. Performances of a large-scale deep excavation with multi-support types and zoned excavation technique in shanghai soft soil[J]. Canadian Geotechnical Journal, 2025, 62(23): 1-20.

  9. Pengli Ren; Lin Li*; Zhanglong Chen, Weibing Gong. Dynamic responses of a rough road comprising dry and saturated layers subjected to moving-vibratory elliptical traffic load: Insights from a GMM-based semi-analytical solution[J]. Computers and Geotechnics, 2024, 172: 106403.

  10. Deqiang Chen; Lin Li; Zhengchao Chang. Analytical model for non-Darcy grouting seepage in road base and its engineering application[J]. European Journal of Environmental and Civil Engineering, 2025, 29: 2055-2076.

  11. Pengli Ren; Zhanglong Chen, Lin Li; Li Jingpei. Dynamic shakedown behaviors of flexible pavement overlying saturated ground under moving traffic load considering effect of pavement roughness[J]. Computers and Geotechnics, 2024, 168: 106134.

  12. Hao Zhang, Bokai Song, Linlong Zuo, Lin Li*. Domain-decomposed physics-informed neural network for one-dimensional soil consolidation under multi-step surcharge loading[J]. Transportation Geotechnics, 2025, 55: 101722.

  13. Lin Li, Shengli Chen, Zhongjie Zhang. A practical analytical approach for estimating long-term and setup shaft resistance of pre-bored piles[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2020, 146(10): 04020100.

  14. Lin Li, Jingpei Li, De’an Sun. Anisotropically elasto-plastic solution to undrained cylindrical cavity expansion in K0-consolidated clay[J]. Computers and Geotechnics, 2016, 73: 83-90.

  15. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. Analysis of time-dependent bearing capacity of a driven pile in clayey soils by total stress method[J]. International Journal of Geomechanics, 2016, 17(7): 04016156.

  16. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. Unified solution to drained expansion of a spherical cavity in clay and sand[J]. International Journal of Geomechanics, 2017, 17(8): 04017028.

  17. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. Time-dependent bearing capacity of a jacked pile: an analytical approach based on effective stress method[J]. Ocean Engineering, 2017, 143(1): 177-185.

  18. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. An semi-analytical approach for time-dependent load-settlement response of a jacked pile in clay strata[J]. Canadian Geotechnical Journal, 2017, 54(12):1682-1692

  19. Lin Li, Shengli Chen, Zhongjie Zhang. A numerical study on installation effects and long-term shaft resistance of pre-bored piles in clay[J]. Journal of the Transportation Research Board. 2019, 2673(3): 494-505.

  20. Lin Li, Jingpei Li, Changyi Yang. Theoretical approach for prediction of service life of RC pipe piles with original incomplete cracks in chlorinated soils[J]. Construction and Building Materials, 2019, 228: 116717.

  21. Lin Li, Weibing Gong. Prediction of nonlinear vertical displacement of a pile group consisting of new and existing displacement piles in clay strata[J]. Soils and Foundations, 2019, 59: 1336-1348.

  22. Lin Li, Jingpei Li, De’an Sun, Weibing Gong. A feasible approach for predicting time-dependent bearing performance of displacement piles from CPTu measurements[J]. Acta Geotechnica, 2020, 15: 1935-1952.

  23. Lin Li, Weibing Gong, Jingpei Li. Prediction on service life of concrete pipeline buried in chlorinated environment under nonuniformly distributed earth pressure[J]. Construction and Building Materials, 2020, 243: 118162.

  24. Lin Li, Jingpei Li, You Wang, Weibing Gong. Nonlinear load-settlement analysis for displacement pile groups in clay considering pile installation effects[J]. Soils and Foundations, 2020,doi.org/10.1016/j.sandf.2020.04.008.

  25. Lin Li, Jingpei Li, Weibing Gong. Effects of clay creep on long-term load carrying behaviours of bored piles: aiming at reusing existing bored piles[J]. International Journal of Geomechnics, 2020, 20(8): 04020132.

  26. Lin Li, Weibing Gong, Jingpei Li. Service life of prestressed high-strength concrete pile in marine environment considering effects of concrete layering and temperature[J]. Construction and Building Materials, 2020, 253: 119233.

  27. Haohua Chen, Lin. Li*, Jingpei Li. Stress transform method to undrained and drained expansion of a cylindrical cavity in K0-consolidated anisotropic soils[J]. Computers and Geotechnics, 2019, 106: 128-142.

  28. Jingpei Li, Lin Li*, De’an Sun, et al. Analysis of undrained cylindrical cavity expansion considering three-dimensional strength of soils[J]. International Journal of Geomechanics, 2016, 16(5): 04016017.

  29. Haohua Chen, Lin. Li*, Jingpei Li, De’an Sun. An elastoplastic solution to drained expansion of a cylindrical cavity in anisotropic critical state soils[J]. Journal of Engineering Mechanics, 2020, 146(5): 04020036.

  30. You Wang, Lin Li*, Weibing Gong. An analytical solution for settlement of jacked piles considering pile installation effects[J]. European Journal of Environmental and Civil Engineering. 2019 DOI: 10.1080/19648189.2019.1653380.

  31. Junran Zhang, Lin Li*, De’an Sun. Similarity solution for undrained cylindrical cavity contraction in K0-consolidated anisotropic soil[J]. Computers and Geotechnics, 2020, 120: 103405.

  32. You Wang, Lin Li*, Jingpei Li, De’an Sun.Jet-grouting in ground improvement and rotary grouting pile installation: theoretical analysis[J]. Geomechanics and Engineering. 2020, 21(3): 279-288.

  33. Haohua Chen, Lin Li*, De’an Sun. Elastoplastic solutions for undrained and drained expansions of a cylindrical cavity in unsaturated soils [J]. Computers and Geotechnics, 2020, 123: 103569.

  34. Li Zheng, Lin Li*, Jingpei Li. Three-dimensional limit analysis and genetic algorithm for stability of layered slope[J]. Natural Hazards, 2020, 103: 3181-3212.

  35. Haohua Chen, Lin. Li*, Jingpei Li, De’an Sun. An elastoplastic solution for spherical cavity undrained expansion in overconsolidated soils [J]. Computers and Geotechnics, 2020, 126: 103759.

  36. Changyi Yang, Lin Li*, Jingpei Li. Service life of reinforced concrete seawalls suffering from chloride attack: Theoretical modelling and analysis[J]. Construction and Building Materials, 2020, 263: 120172.

  37. Weibing Gong, Lin Li*,Sheng Zhang, Jingpei Li. Long-term setup of a displacement pile in clay: an analytical framework[J]. Ocean Engineering, 2020, 218(15): 108143.

  38. Li Zheng, Lin Li*, Jingpei Li, De’an Sun. Passive earth pressure for retaining structure considering unsaturation and change of effective unit weight of backfill[J]. Geomechanics and Engineering, 2020, 23(3): 207-215.

  39. Li, L., Chen, H.H., Li, J.P. Sun, D.A. 2021. An elastoplastic solution to undrained expansion of a cylindrical cavity in SANICLAY under plane stress condition[J]. Computers and Geotechnics, 132, 103990, doi.org/10.1016/j.compgeo.2020.103990.

  40. Li, L., Yang, C.Y., Li, J.P. Corrosion initiation life of laterally loaded PHC pipe piles served in marine environment: theoretical prediction and analysis[J]. Construction and Building Materials, 2021. 293(26): 123457.

  41. Wang Y., Li, L., Li, J.P. A similarity solution for undrained expansion of a cylindrical cavity in K0-consolidated anisotropic soils[J]. Geomechanics and Engineering, 2021, 25(4), 303-315.

  42. Chen, H.H., Li, L*., Li, J.P. Sun, D.A. A rigorous elastoplastic load-transfer model for axially loaded pile installed in saturated modified Cam-clay soils[J]. Acta Geotechnica, 2021, 17: 635-651.

  43. Li, L., Chen, H.H., Li, J.P. Sun, D.A. An elastoplastic solution for cylindrical cavity expansion under constant water content conditions in anisotropic unsaturated soils[J]. Computers and Geotechnics, 2021, 139(3): 104323.

  44. Li, L., Chen, H.H., Li, J.P. Sun, D.A. A semi-analytical solution to steady-state groundwater inflow into a circular tunnel considering anisotropic permeability [J]. Tunnelling and Underground Space Technology, 2021, 116(18): 104115.

  45. Chen, H.H., Li, L*, Li, J.P. Sun, D.A. A generic analytical elastic solution for excavation responses of an arbitrarily-shaped deep opening under biaxial in-situ stresses[J]. International Journal of Geomechanics, 2022, doi.10.1061/(ASCE)GM.1943-5622.0002335.

  46. Wanghui, Li L*, Li Jingpei, Sun De’an. A simple stress correction method for explicit integration algorithm of elastoplastic constitutive models and its application to advanced anisotropic S-CLAY1 model[J]. Computers and Geotechnics, 2022, 148: 104817.

  47. Wanghui, Li L*, Li Jingpei, Sun De’an. Drained expansion responses of a cylindrical cavity under biaxial in-situ stresses: numerical investigation with implementation of anisotropic S-CLAY1 model[J]. Canadian Geotechnical Journal, 2023, 54(12):1682-1692.

  48. Lai N, Li L, Yang CY, Li JP. Service life of RC seawall under chloride invasion: A theoretical model incorporating convection-diffusion effect[J]. Ocean Engineering, 2023, 279: 114590.

  49. Wanghui, Li L*, Li Jingpei, Sun De’an. A numerical investigation on undrained expansion of a cylindrical cavity under biaxial in-situ stresses using anisotropic S-CLAY1 model [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 2022, 46(18): 3402-3424.


中文EI论文


  1. 张淼, 李林,郑瀚波, 李盼盼. 考虑饱和度影响的结构性黄土弹塑性本构模型[J]. 岩土力学, 2025, 46(9): 2816-2824.

  2.  李林, 季良, 叶飞, 李尧. 非饱和原状结构性黄土水-力耦合弹塑性本构模型[J]. 岩土力学, 2025, 46(8): 2421-2433.

  3.  崔纪飞, 吴祯祯, 李林*, 饶平平. 考虑土体流变的新旧混合群桩变刚度调平研究[J]. 岩土力学, 2025, 46(6): 1897-1906.

  4. 李林, 张等红, 张淼, 顾晓强, 徐龙飞. 考虑水-力耦合的桩-非饱和黄土接触面荷载传递模型[J]. 岩土力学, 2025, 46(5): 1343-1355.

  5.  李林, 孙砖芹, 张浩, 朱云波. 非均质软土加筋路基三维稳定性极限上限分析[J]. 哈尔滨工业大学学报. 2025, 57(7): 70-80.

  6.  李林，李镜培，孙德安，张凌翔. 考虑时效性的静压桩荷载-沉降关系预测方法[J]. 岩土工程学报，2017，39(12): 2327-2334. 

  7. 李林，李镜培，孙德安，岳著文. 考虑天然黏土应力各向异性的静压沉桩效应研究[J].岩石力学与工程学报，2016, 35(5): 1055-1064. 

  8. 李林，李镜培，岳著文，唐剑华.饱和粘土中钻孔灌注桩孔壁稳定性力学机理研究[J]. 岩土力学，2016, 37(9): 2496-2504. 

  9. 李林，李镜培，孙德安，方睿. 天然饱和黏土地基静压桩承载力时效性研究[J]. 岩土力学，2017, 38(9): 1001-1008 

  10. 李林, 李镜培,崔纪飞. 基于有效应力法的静压桩时变承载力研究[J]. 岩土力学，2018,39(12):4547-4553+4560 

  11. 李林，丁士君，李镜培，李鹤. 不同环境条件下混凝土构件氯离子侵蚀试验[J]. 哈尔滨工业大学学报，2016, 48(12): 28-33. 

  12. 李林，李镜培，龚卫兵，张凌翔. K0固结天然饱和黏土中柱孔扩张弹塑性解[J]. 哈尔滨工业大学学报，2017, 49(6): 90-95. 

  13. 李林，李镜培，孙德安，李险峰. 剪胀性砂土中球孔扩张弹塑性解[J]. 岩土工程学报，2017, 39(8): 1453-1460. 

  14. 李林，李镜培，孙德安. 考虑沉桩效应的群桩非线性荷载-沉降解析[J]. 岩土力学, 2019, 40(2): 668-677. 

  15. 李镜培, 李林*, 孙德安, 唐剑华. 饱和软土地层静压沉桩阻力理论研究[J]. 岩土工程学报, 2015, 37(8): 1454-1461. 

  16. 李镜培, 李林*,孙德安, 方睿. 基于总应力法的静压桩极限承载力时效性研究[J]. 岩土工程学报, 2016, 38(12): 2154-2163. 

  17.  李镜培, 李林*, 孙德安,等. 基于CPTU测试的K0固结黏土中静压桩时变承载力研究[J]. 岩土工程学报, 2017(2): 193-200. 

  18. 李镜培，李林*，陈浩华，等. 腐蚀环境中混凝土桩基耐久性若干科学问题[J]. 哈尔滨工业大学学报，2017, 49(12): 1-15. 

  19. 李镜培, 张凌翔, 肖建庄, 李林*. 黏土地基中新旧混合群桩承载和变形的非线性分析方法[J]. 建筑结构学报, 2019, 40(12): 113-118. 

  20. 李林，孙砖芹. 考虑基质吸力影响的路基三维稳定性上限分析[J]. 岩土力学, 2024, 45(4): 1014-1025.

  21.  梁发云, 华建, 李林, 李明广, 徐中华. 考虑土体有限宽度的邻近建筑基坑土压力计算方法[J]. 同济大学学报, 2024, 52(11): 1711-1719.

  22. 李林, 左林龙, 胡涛涛, 宋博恺. 基于孔压静力触探试验测试数据的原位固结系数物理信息神经网络反演方法[J]. 岩土力学, 2024, 45(10): 2879-2899.

  23. 梁发云, 郑瀚波, 李林, 王如路, 闫静雅. 考虑小应变刚度特性的软土边界面模型与应用[J]. 岩土力学, 2024, 46(5): 938-947.

  24. 李林, 陈星煜, 段智博, 李尧. 基于数物融合PINNs模型的软基固结参数反演与固结度推演方法[J]. 岩土力学, 2026.

  25. 李林, 张淼, 李尧, 段智博. 考虑结构性演化的非饱和黄土水-力耦合弹塑性本构模型[J]. 岩土力学, 2026.

  26. 刘鹏, 李林, 张述涛, 王旭昊, 李程. 飞机滑跑荷载下多层机场跑道系统黏弹性动力响应分析[J]. 哈尔滨工业大学学报，2026.

  27. 刘静，李林. 地震崩塌松散堆积体路基沉降变形特征与稳定性研究[J]. 建筑科学与工程学报, 2505, 42(3): 25-31.


其它论文

  1. Changyi Yang, Jingpei Li, Lin, Li, De’an Sun, 2020. Expansion responses of a cylindrical cavity in overconsolidated unsaturated soils: A semi-analytical elastoplastic solution. Comput. Geotech. doi.org/10.1016/j.compgeo.2020.103922. 

  2. Feng Xie; Jing pei Li; Lin Li. Numerical solution and damage evaluation for cast-in-situ piles exposed to external sulfate attack[J]. Construction and Building Materials. 2019, 214:269-279. 

  3. Wang Long, Sun De’an, Li Lin. 3D stability of partially saturated soil slopes after rapid drawdown by a new layer-wise summation method[J]. Landslides, 2018, 16(2): 295-313. 

  4. Hui Wang, Jingpei Li, Lin Li, Haohua Chen. Service life of underground concrete pipeline with original incomplete crack in chlorinated soils: theoretical prediction[J]. Construction and Building Materials, 2018, 188: 1166-1178.

  5. Weibing Gong, Jingpei Li, Lin Li, Sheng Zhang. Evolution of mechanical properties of soils subsequent to a pile jacked in natural saturated clays[J]. Ocean Engineering. 2017, 136: 209-217. 

  6. Jingpei Li, Weibing Gong, Lin Li, Fang Liu. Drained elasto-plastic solution for cylindrical cavity expansion in K0-consolidated anisotropic soil[J]. Journal of Engineering Mechanics, 2017, 10.1061/(ASCE)EM.1943-7889.0001357. 

  7. Ping-Ping Rao, Qingsheng Chen, Lin Li, Sanjay Nimbalkar. Elastoplastic solution for spherical cavity expansion in modified Cam-clay soil under drained condition[J]. International Journal of Geomechanics, 2017, 10.1061/(ASCE)GM.1943-5622.0000925. 

  8. Ping-Ping Rao, Qingsheng Chen, Lin Li. Limit analysis approach for accessing stability of three-dimensional (3-D) slopes reinforced with piles[J]. Marine Georesources and Geotechnology, 2017, doi.org/10.1080/1064119X.2016.1273982. 

  9. Jingpei Li, Weibing Gong, Lin Li, Fang Liu. Stability analysis of natural soil slopes subject to seismic loads and reinforced by piles[J]. Science China Technological Sciences, 2017. (Published online, DOI: 10.1007/s11431-017-9147-8). 

  10. Jingpei Li, Haohua Chen, Lin Li. Performance of a zoned excavation by bottom-up technique in shanghai soft soils: a case study[J]. Journal of Geotechnical and Geoenvironmental Engineering. 2018, 144(11): 05018003. 

  11. Sun De’an, Wang Long, and Li Lin. Three-dimensional stability of compound slope using limit analysis method[J]. Canadian Geotechnical Journal, 2019, 56(1): 116-125. 

  12. Wang Long, Sun De’an, and Li Lin. 3D stability of unsaturated soil slopes with cracks under steady infiltrations [J]. International Journal of Numerical and Analytical Methods. 2019, 19(6): 04019044. 

  13. You Wang, Jingpei Li, Lin, Li. Settlement of jacked piles in clay: Theoretical analysis considering soil aging[J]. Computers and Geotechnics, 122, 103504. 

  14. Wang Long, Hu Wei, Sun De’an, and Li Lin. Stability of Unsaturated Soil Slopes with Cracks under Steady Infiltration[J]. International Journal of Geomechanics. 2019, 43: 1184-1206. 

  15. Zhuwen Yue, Jingpei Li, Wei Shao, Lin Li. Effect of crack opening and recovery on chloride penetration into reinforced concrete hollow piles[J]. Materials and Structures. 2015, 49(8): 3217-3226. 

  16. Jingpei Li, Xiaobing Cao, Lin Li. Supporting Earth Pressures for Foundation Excavation Considering Suction Stress of Soil[J]. Journal of Shanghai Jiaotong University. 2020, 25, 486–494. 

  17. 李镜培，方睿，李林. 考虑土体三维强度特性的静压桩周超孔压解析及演变[J]. 岩石力学与工程学报，2016， 35(4): 847-855. 

  18. 李镜培，唐剑华，李林，钟光玉. 饱和黏土中柱孔三维弹塑性扩张机制研究[J]. 岩石力学与工程学报，2016，35(2): 378-386. 

  19. 李镜培，张凌翔，李林，刘振兴. 天然饱和黏土中新、旧桩荷载–沉降关系研究[J]. 岩石力学与工程学报，2016，35(9): 1906-1913. 

  20. 李镜培，方睿，李林，唐剑华. 基于变固结系数的静压桩周土体力学特性研究[J]. 岩土力学，2016，37(3)：679-710.

  21. 李镜培，张凌翔，李林. 饱和黏土中静压桩桩周土体强度时效性研究[J]. 哈尔滨工业大学学报, 2016, 48(12): 89-94. 

  22. 李镜培, 陈浩华, 李林. 楔形桩极限承载力提高机理研究[J]. 哈尔滨工业大学学报, 2017, 49(12): 110-116. 

  23. 岳著文，李镜培，李林，邵伟. 海工环境下预应力高强混凝土管桩使用寿命计算[J]. 上海交通大学学报. 2016, 50(3): 370-376. 

  24. 李镜培，李险峰，李林，龚卫兵. 硫酸盐侵蚀损伤劣化桩基竖向承载特性研究[J]. 上海交通大学学报, 2016, 50(11): 1761-1766. 

  25. 饶平平， 赵琳学，李林；坡面沉桩边坡动态稳定性三维极限上限分析[J]. 岩石力学与工程学报, 2017, 36(3): 697-704. 

  26. 李镜培, 赵高文, 李林, 等. 硫酸盐渍土中灌注桩竖向承载力演变规律[J]. 哈尔滨工业大学学报, 2017, 49(06): 84-89.

  27. 陈浩华，李镜培，李林. 楔形单桩与群桩非线性荷载-沉降计算方法研究[J]. 哈尔滨工业大学学报, 2017, 49(12): 102-109. 

  28. 陈浩华，李镜培，李林. 软土基坑变形的深度效应与空间效应实测研究[J]. 中国公路学报，2018, 31(02): 208-217. 

  29. 操小兵，李镜培，李林，龚卫兵. 静压桩与CPTU贯入离心模型试验与机理研究[J]. 岩土力学, 2018, 39(12): 4305-4312.

  30. 李镜培，崔纪飞，李林. 静压沉桩对邻近地下连续墙变形影响研究[J]. 上海交通大学学报, 2018. 2018(12):1580-1586.

  31. 李镜培, 龚卫兵, 李林, 操小兵. 考虑土体非均质性的三维土坡稳定性上限分析[J]. 同济大学学报, 2018, 46(10): 1360-1365.

  32. 李镜培, 冯策, 李林. 考虑软黏土流变效应的静压桩长期承载力计算方法[J]. 哈尔滨工业大学学报, 2020. 

  33. 李镜培, 李亮, 李林, 等. 裂缝非贯通条件下混凝土结构中氯离子扩散解析[J]. 同济大学学报, 2018, 47(09): 1260-1267

科技成果

  • 发明专利

    • Ø  一种道路差异沉降自动检测装置, 发明专利.

    Ø  一种隧道施工用拱形支撑结构, 发明专利.

    Ø  一种预防软土地区桥台台背不均匀沉降的土工结构和施工方法，发明专利.

    Ø  一种基于光纤技术的路面不均匀沉降自动监测系统及监测方法，发明专利.


  • 软件著作

    • 1. 李林，左林龙. 基于集成学习的锚钉抗拔承载力分析预测软件V1.0

    2. 李林，冯子祥. 盾构隧道锚索清障施工风险计算分析软件V1.0.

    3. 李林，张等红. 竖向受荷单桩弹塑性变形计算分析软件V1.0.

    4. 李林，孙砖芹. 基于遗传算法的软土路基三维稳定性计算分析软件V1.0.

    5. 李林，钟宿鸣，张等红，朱谭谭，考虑桩侧土体应变软化的超长桩基荷载-沉降特性计算分析软件V1.0.

    6. 张凌翔，李镜培，李林.新、旧单桩承载特性分析软件V1.0 

    7. 李险峰，李镜培，李林. 硫酸盐侵蚀损伤劣化桩基竖向承载特性研究分析软件V1.0.

    8. 李险峰，李镜培，李林. 稳态流条件下基坑支护土压力演变规律研究分析软件V1.0.

    9. 梁发云，郑瀚波，李林. 考虑小应变刚度的软土边界面模型计算软件V1.0.

    10.梁发云，江铸炜，李林. 考虑软土固结效应的地面堆载作用下盾构隧道纵向响应计算软件V1.0.





荣誉奖励

上海市科技进步二等奖(5/10)，近海腐蚀桩基服役性能评价与韧性修复关键技术及应用，2024.


工作经历

2017-2019，Louisiana State University, Postdoc

2020-至今，长安大学